1、1.5-0.3=1.20土方下表面长度,考虑人工作业需 要每边工作面各加宽50cm12.8+1.07+1.3+0.5+0.5=16.17土方下表面宽度:每边工作面加宽50cm38.14+0.55+0.5+0.5=39.69挖土方总体积=长宽*高1.3 X 16.17 X 39.69=834.323C10素混凝土垫层按垫层图示尺寸以m3计算13.94CT3(0.796 X 2+0.200) X (1.380-0.200) X 0.1 X 33= 6.98CT4(1.5+0.2) X (1.5+0.2) X 0.1 X 11= 3.18CT5(1.9+0.2) X (1.9+0.2) X 0.1
2、X 5=2.21CT6(2.4+0.2) X (1.5+0.2) X 0.1 X 1=0.44埋入垫层中的桩的体积:0.25 X 0.25 X 0.1 X 180=1.13垫层总体积=CT3+CT4+CT5+ CT64桩体积:6.98+3.18+2.21+0.44+1.13=13.944基础模板(砖模)m按与承台接触面积以m计算450.43(1.18 X 3+0.4 X 3)X 0.6 X33=93.854X 1.5 X 0.6 X 11=39.604X 1.9 X 0.7 X 5=26.602X( 1.5+2.4 ) X 0.7=5.46DL1全长:5.3 X 5+7.6+3.8=37.9m
3、面积:2X 0.6 X( 5.3 X5+7.6+3.8)=45.48单位DL232.6+28.6+4+32.6+32.6+10.4 X2+32.6+28.8+6.3 X 11+7.8+4.8 X2)=299.3m2X 0.4 X(32.6+28.6+4+32.6+32.6+10.4X 2+32.6+28.8+6.3 X 11+7.8+4.8X 2)=239.44总表面积二承台面积+地梁面积:93.85+39.60+26.60+5.46+45.48+239.44=450.435C25混凝土浇筑承 台、地梁按承台和地梁大样以晦计算88.77(1.18+1.592 ) X 0.3+(1.18+0.4
4、 )X 1.08 ) - 2X 0.6 X33=25.13CT4 :1.5 X 1.5 X 0.6 X 11=14.851.9 X 1.9 X 0.7 X 5=12.641.5 X 2.4 X 0.7=2.52埋入承台中桩的体积:0.05 X 0.25 X 0.25 X 180=0.560.6 X 0.24 X 37.9=5.46DL20.4 X 0.24 X 299.3=28.73总体积=CT3+CT4+CT5+CT6+DL1+DL225.13+14.85+12.64+2.52-0.56+5.46+28.73=88.776钢筋用量t按含钢量以t计算14.13承台 12以内钢筋含量88.77
5、X 0.012=1.073.56 12以上的钢筋用量88.77 X 0.028=2.49地梁88.77 X 0.036=3.2010.5788.77 X 0.083=7.37总含钢量=承台含钢量+地梁含钢 量1.07+2.49+3.20+7.37=14.137回填土n3按实际回填土方以m3计算731.71垫层体积:承台体积:55.14地梁体积:34.19埋入土中的承台上柱体积:CT3 :0.4 X 0.4 X 0.6 X 33=3.170.4 X 0.4 X 0.6 X 10+0.4 X 0.5 X0.6=1.080.4 X 0.5 X 0.5+0.4 X 0.4 X 0.5 X 4=0.42
6、0.4 X 0.5 X 0.6=0.12总体积=CT3+CT4+CT5+CT63.17+1.08+0.42+0.12=4.79回填土体积=开挖土方体积-垫层 体积-承台体积-地梁体积:834.42-13.94-88.77=731.71二、主体工程8一层柱模按与柱头际接触面积以m计算285.61柱模面积=柱周长X(层咼-板厚)X个数KZ1(0.40+0.50) X 2X (3.9-0.12)=6.80KZ2(0.4+0.5+0.4+0.4) X 2X(3.9-0.12)=12.85KZ3(0.4+0.4) X 2X (3.9-0.12)=6.05KZ4(0.4+0.4) X 2X(3.8-0.1
7、2)+(0.4+0.4) X 2X(3.9-0.12) X 8=54.27KZ5(0.4+0.4) X 2X (3.9-0.12) X4=24.19KZ77=42.34KZ82=12.10KZ98=48.38KZ106=36.29KZ113=18.14KZ12总柱模面积=每个柱模之和=285.619二层梁模按与梁实际接触面积以m计算265.76每类梁的模面积=(梁底宽+ (梁侧 高-板厚)X 2) X梁净长KL1(0.24+(0.6-0.12 )X 2) X(12.84-1-0.4-0.4)=13.25KL2(0.24+(0.5-0.12 )X 2) X (12.84-0.4 X 5) =10
8、.84KL3(0.24+(0.5-0.12 )X 2) X(12.84-0.4 X 4)X 2=22.48KL4KL5(12.84-0.4 X 5)X 2=21.68KL6(0.24+(0.4-0.12 )X 2) X (4.8+0.24-0.4 X 2) X 2=6.78KL7(7.76-0.4 X 2)=6.96KL8KL9(6.5-1)=6.60KL10(0.24+(0.4-0.12 )X 2) X(38.14-0.4 X 7)=28.27KL14(0.24+(0.4-0.12 )X 2) X (10.6+0.24-0.4 X 4) X 2=14.78KL15(7.6-0.24-0.4)
9、=5.57KL16(0.24+(0.4-0.12 )X 2) X (15.9+0.24-0.4 X 5-0.24)= 11.12KL17(0.24+(0.4-0.12 )X 2) X (15.4+0.24-0.4 X 5)=10.91KL18(4-0.28)=2.98KL19(0.24+(0.4-0.12 )X 2) X (7.6+0.24-0.4 X 4)=4.99KL20(2.6-0.12)=1.98KL21(0.24+(0.4-0.12 )X 2) X (4.04-0.8 ) =2.59KL22(3.8-0.12 ) =2.94KL23(38.14-0.4 X 7) =28.27LL3(0.24+(0.3-0.12 )X 2) X (3.0-0.24 ) =1.66LL4(0.24+(0.57-0.12 ) X 2) X(12.6-0.4 X 4) =12.54LL6(0.24+(0.4-0.12 )X 2) X (5.3-0.48 ) =3.86LL7(0.24+(0.3-0.12 )X 2) X(4-0.48 ) =2.11LL8